The URL can be used to link to this page

Home My WebLink AboutPRODUCT APPROVAL WINDOW SINGLE HUNG7 BCIS Home I Log In I User Registration ; Hot Topics Florida (a Product Approval pr USER: Public User Product Approval Menu > Product or Application Search > P FL * Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Re Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Certified By SCANNED 6 DBPtt tIDltE' Aaooi oBvR. 013PR 01111910N9 COIRACT DDPR, .It Surcharge BY. & Facts ;h Publications I FBC Staff I BCIS Site Map I Unks Search > Application Detail FL10970-R7 Affirmation 2017 Approved n JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Jason Kantola fbcl@jeld-wen.com JELD-WEN Corporate Customer Service 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com Windows Single Hung Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard TAS 202 Year 1994 0 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity p Yes O No 0 N/A Product Approval Method Method 1 Option A I Date Submitted 07/10/2017 Date Validated 07/10/2017 Date Pending FBC Approval Date Approved 07/15/2017 Summary of Products FL # Model, Number or Name Description 10970.1 Builders Atlantic Alumllnum Side Load Single Hung (4100) 52.125" x 72" Insulated Glass I (1/8 in - 1/8 out Annealed) or Single Glaze (3/16 in Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL10970 R7 C CAC NI011624-RI.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/31/2026 Design Pressure: +50/-50 Installation Instructions Other: FL10970 R7 II DP- 50 52 125x72 Installation Instructions.Ddf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL10970 R7 AE PER3032.0f Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovrlaht 2007-2613 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licenseesllicensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please I click here_. Product Approval Accepts: ®j e� n Credit Card Safe 14 3/8" ).C. MAX. - I WINDOW WIDTH (52W MAX.) Q¢• MAX. d Mm am MW a yr FROM a CORNERS • 1 1/4' G , MIN. EMBEDMENT 12 MAX O.C. D.C. 1 HIM MAX. SPACE 'a4a uh DOW CORNING y4- 1199 SILICONE GLAZING DETAIL TYPICAL ELEVATION WITH FASTENERS • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including the "High Velocity Hurricane Zone" (HVHZ) and the industry standard requirements for the stated conditions. • All glazing shall conform to ASTM E1300. • Minimum nominal glazing: 3/s' monolithic or 1/8" insulated. • Installation methods may be interchanged within the same opening. • An impact protective system is required where wind bome debris protection is required by local building code. • Maximum sizes are buck / net sizes and do not include fi�0 g This schedule addresses only the fasteners required to anchor the product t0 achieve the rated design pressure and impact performance (where applicable) up to the size limitations noted. It is not intended as a guide to the installation., process and does not address the sealing consideration that may arise in different 7 wall conditions. For the complete installation procedure, see the instructionE * . packaged with the window or go to www.Ield-wen.com/resourcesfiinstallaflon. -o T T This drawing and its contents are confidential and are not to be reproduced or ��'� ••FLOfLq(lB� t(E�[ ILDI�IG, ING copied in whole or in part or used or disclosed to others except as authorized by 101, JELD-WEN, Inc. I F,F TYPICAL VERTICAL FRAME SECTI❑N NOTE, Caulk between unit and opening. VW DOW CORNING 1199 SILICONE i — mum I i GLAZING DETAIL n ,--1/4' MAX a MASONRY (NCTL 210-3656-1A) 1 1/4' MIN. EMBEDMENT-f�-i 1/4' MAX SHIM SPACE, KNE= a Q DIST a LT. , � V I c a• d TYPICAL HORIZONTAL FRAME SECTION NOTE, Caulk between unit and opening. Max Fram e DP IMPACT Installation Notes: ----- -- 1. Seal flange /window to substrate. 2. Use 3/6' Tapcon fasteners through frame with sufficient length to penetrate a minimum of 1 1/4" into the concrete (Min. t'c = 3000 psi) or masonry (Conforms to ASTM C90). 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. Digitally signed by Hermes F. Norero, P.E. 4. Fasteners are not required through the sill. Reason:l am approving this document Date: 2013.10.2413:08:16-04'00' PROJECT ENGINEER: DATE: 3737 LakeporSAWN 11, t Boulevard 02/24/2010 JELD'�1iEN • O Klamath Falls, OR 97601 Tetzlaff SCALE: NTS (541) 882 - 3451 BY: TITLE: APaRovEDBY: Builder's Aluminum (4100) Single Hung Masonry Installation (52.125" x 72.00") ZARTIPROJECTNo.: IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG. No.: REV: SHEET ��,Q MY44099 Venice Window Division BMJW_.NCTL210-36WJA of 1 of 5 ma=73W OMMAX. 3 2 14 3/8' CORNERS O.C. MAX. T1 1/2, — MIN. � EMBEDMENT 12 5/5" 1 O.C. SHIM MAX MAX. SPACE I lI- urum 1 DOW CORNING v�' 1199 SILICONE N GLAZING DETAIL TYPICAL VERTICAL FRAME SECTI❑N � s NOTES Caulk between. 3 unit and opening. ZY4, DOW CORNING 3 _ lAr u99 SILICONE GLASS GLAZING DETAIL 1/4' MAX T SHIM SPACE —---�--WINDOW WIDTH (50fi- MAX.) TYPICAL ELEVATI❑N WITH FASTENERS General Notes: • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including the "High Velocity Hurricane Zone" (HVHZ) and the industry standard requirements for the stated conditions. • All glazing shall conform to ASTM E1300. • Minimum nominal glazing: 3/6' monolithic or 1/8" insulated. • Installation methods maybe interchanged within the same opening. • An impact protective system is required where wind borne debris protection is required by local building code. till1/ • Maximum sizes are buck / net sizes and do not include fir ys;1b� 819g This schedule addresses only the fasteners required to anchor the product to `�� ••••• •. achieve the rated design pressure and impact performance (where applicable) up �Q`� •' to the size limitations noted. It is not intended as a guide to the installation process and does not address the sealing consideration that may arise in different; 7 wall conditions. For the complete installation procedure, see the instructionE 7k . packaged with the window or go to www.jeld-wen.com/resources/installation. ;• T T This drawing and its contents are confidential and are not to be reproduced or �U;<\ copied in whole or in part or used or disclosed to others except as authorized by �i91 JELD-WEN, Inc. WOOD FRAME (NCTL 210-3656-1A) 1/4' MAX SHIM SPACE 1 1/2' MIN. TYPICAL H❑RIZ❑NTAL FRAME SECTI❑N NOTE, Caulk between unit and opening Max Frame I DP I IMPACT 52Y8ff x 72° +50/-50 1 NO Installation Notes: -- — 1. Seal flange / window to substrate. 2. Use #10 PFH or greater fasteners through frame with sufficient length to penetrate a minimum of 1 1/2" into the wood framing (Min. S.G. _ 0.55). 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 4. Fasteners are not required in the sill. 'ROJECTENGINEER: DATE: 7 02/24/2010 3737 Lakeport Boulevard LDIVEN WN �.- SCALE: Klamath Falls, OR 97601 Tetzlaff NTS (541) 882 - 3451 AWMD BY: TITLE: �P_PROVEDBY: Builder's Aluminum (4100) Single Hung Wood Frame Installation (52.125" x 72.00") 'ARTIPROIECr No.: ��IDE��MEFOIERqPt OilSNEE` 2 of 5 14.3/8" I.C. MAX. 4i" MAX. FROM CORNERS IM van - _O 13" 1 1 I `SKIN Nax D.C. SPACE MAX. I 1� me yr NIING uU99 SILICONE GLAZING DETAO. TYPICAL VERTICAL FRAME SECTI❑N NOTES Cautk between 45-2-. unit and opening. !W yn, DOW CORNING 1199 SILICONE : GvrInt . I • GLAZING DETAIL 1/4' MAX SHIM WIDTH (524- MAX.)- TYPICAL ELEVATI❑N WITH FASTENERS • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including the "High Velocity Hurricane Zone" (HVHZ) and the industry standard requirements for the stated_ conditions. • All glazing shall conform to ASTM E1300. • Minimum nominal glazing: 3/6" monolithic or 1/8" insulated. • Installation methods may be interchanged within the same opening. • An impact protective system is required where wind bome debris protection is required by local building code. 1111111 • Maximum sizes are buck / net sizes and do not include f'ry�'%- g s!� This schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact performance (where applicable) up �` �Q'•.•''��• to the size limitations noted. It is not intended as a guide to the installation process and does not address the sealing consideration that may arise in different` 7 wall conditions. For the complete installation procedure, see the instructionE * . packaged with the window or go to www.'eld-wen.com/resourcesrinstallafion. = a T T This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELL) -WEN, Inc. �F /14 NAIL FIN (NCTL 210-3656-1A) 1/4' MAX SHIM SPACE TYPICAL H❑RIZ❑NTAL FRAME SECTI❑N NOTE) Caulk between unit and opening Max Frame DP IMPACT 52 x 72" +50/-50 NO —p3 Installation Notes: 1. Seal nail fin to substrate. 2. Use #8 PH or greater fasteners through nail fin with sufficient length to penetrate a minimum of 1Yz' into the wood framing (Min. S.G. = 0.55). 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 4. We recommend using Tegratite" installation (http://www.jeld-wen.com/newinstallationte&hnologyn for weatherproofing. 5. Window includes a slip on aluminum 6063-T5 nail fin (typ. wall thickness .050"). Nail Fin extends approximately 1.258" away from frame. C 4j PROJECT MONEER: DATE:02/24/201U 3737 Lakeport Boulevard �O WN BY: sCAIE: JEL,�EN Klamath Falls, OR 97601 Tetzlaff NTS (541) 882 - 3451 6Y: TITLE: AtWROVEDBY: Builder's Aluminum (4100) Single Hung '=(C� `TiPRcuEcrNa.: Nail Fin Installation (52.125" x 72.00") 3 �%` IDENTIFIER No. e a MY44099 :AD DWG. No.: REV: SHEET BA4100_NCTL 210-3656 A 02 3 of 5 4" MAX. FROM 14.3/8" CORNERS O.C. MAX. 7" O.C. MAX. >E oo s O O Z 3 WINoow WIDTH (52" MAQ--� TYPICAL ELEVATI❑N WITH FASTENERS —18 pa. M11L STEEL STUD ---`3) oaSol vr 3 Thread m MIN. Through �\ stud \ `1/4' MA% SHIN SPACE 19ir(m. meDOV CORNING SILICONE GLAZING DETAIL TYPICAL VERTICAL FRAME SECTI❑N NOTEi Caulk between unit and opening. VW DOV CORNING • 1199 SILICONE G AU LR GLAZING DETAIL 1/4' MAX SHIN SPACE o-' F(F7 `1B po. MIN. STUD • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including the "High Velocity Hurricane Zone" (HVHZ) and the industry standard requirements for the stated conditions. • All glazing shall conform to ASTM E1300. • Minimum nominal glazing: 3/s' monolithic or 1/8" insulated. • Installation methods may be interchanged within the same opening. • An impact protective system is required where wind borne debris protection is required by local building code. 1 111111 1 • Maximum sizes are buck / net sizes and do not include firl��b� g s! 1/1 %This schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact performance (where applicable) up to the size limitations noted. It is not intended as a guide to the installation .•'• �.� process and does not address the sealing Consideration that may arise in differeng 7 wall conditions. For the complete installation procedure, see the instructionE packaged with the window or go to www.leld-wen.com/resources/installation. ;- T T This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN, Inc. FePe� STEEL STUD (NCTL 210-3656-1A) 3 Thread MIN. Through Stud . 18 ga. MIN. 1/4' SHIM STEEL STUD SPACE MAX MIN:ED—;:: DIST IIV TYPICAL H❑RIZ❑NTAL FRAME SECTI❑N NOTEi Caulk between unit and opening. Max Pratte DP IMPACT Installation Notes: ------ -- _ 1. Seal flange /window to substrate. �--- -- 2. Use #10 PFH sheet metal screws or greater through frame with sufficient length to penetrate a minimum of three (3) threads beyond metal substrate (Min. 18 Ga., Fy = 33 ksi). 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 4. Fasteners are not required in the sill. 1 j PROJECT ENGINEER: DATE: 02�24�2010 3737 Lakeport Boulevard O Klamath Falls, OR 97601 P Tetzlaff BY SCALECIWKED : NTS (541) 882 - 3451 BY: TITLE: APRRovED BY. Builder's Aluminum (4100) Single Hung 'Z4 PRWECrNa.: Steel Stud Installation (52.125" x 72.00") IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG. No.: REV: SHEET 4 of 5 rb�,Q MY44099 lVeniceWindow Division BA4100_NCTL210-3656- A 01 4" MAX. - -- - FROM 1 3 Thread 14 3/8" CORNERS =TUr $ MIN Through O.C. MAX. a Stud \ `I/4• MAX 7' l SPACE MAX. t\ /aLM ,mc ^ DOW CDRNING y: 11" SILICONE a DAZING DETAIL TYPICAL VERTICAL FRAME SECTI❑N F NDTD Caulk between unit and opening. x 3" DOV CORNING _ 1199 SILICOIE z / yr 3 - t �l GLAZVM DETAIL i 1/4' MAX SHIM SPACE OO— �--WINDOW_WIDTH -(52X- MAX.)-J _ a� 4 TYPICAL ELEVATION WITH FASTENERS 3 ~STEEL "STUD STEEL STUD NAIL FIN (NCTL 210-3656-1A) 3 Thread MIN. Through Stud-* 18 go. MIN. 1/41 SHIM STEEL STUD SPACE MAX 3 M'T� eel TYPICAL HORIZONTAL FRAME SECTION NDTE8 Caulk between unit and opening. Max Frame I DP IMPACT 52 " x 72" +50/-50 1 N❑ • The product shown herein is designed, tested and manufactured to 1. Seal nail fin to substrate. comply with the wind load criteria of the adopted International Building 2. Use #10 sheet metal screw or greater fasteners through the frame with Code (IBC), the International Residential Code (IRC), the Florida Building sufficient length to penetrate a minimum of three (3) threads beyond Code including the "High Velocity Hurricane Zone" (HVHZ) and the metal substrate (Min. 18 Ga., Fy = 33 ksi). industry standard requirements for the stated conditions. 3. Host structure (wood buck, stud framing and opening) to be designed • All glazing shall conform to ASTM E1300. and anchored to properly transfer all loads to the structure. The host • Minimum nominal glazing: 3/g" monolithic or 1 /8" insulated. structure is the responsibility of the architect or engineer of record for the • Installation methods may be interchanged within the same opening. project of installation. • An impact protective system is required where wind borne debris 4. Fasteners are not required though the sill. protection is required by local building code. 5. Window includes a slip on aluminum 6063-T5 nail fin (typ. wall thickness Nail Fin 1.258" from frame. • Maximum sizes are buck /net sizes and do not include f'r♦ y� b� g s•. ♦i� .050"). extends approximately away This schedule addresses only the fasteners required to anchor the product to `�� •••• �� PROJECT ENGINEER: DATE: Lakeport Boulevard achieve the rated design pressure and impact performance (where applicable) up Q' .•• F 02/25/2010\ jEL"EN3737 Klamath Falls, OR 97601 to the size limitations noted. It is not intended as a guide to the installation ; \- : O wN sY: sw E: Tetzlaff NTS (541) 882 - 3451 process and does not address the sealing consideration that may arise in different; 7 :—CQCKED wall conditions. For the complete installation procedure, see the instructionE sY: m>F: packaged with the window or go to www.field-wen.com/resourcesfinstallagon. �_ -fl T T APPROVED BY: Builder's Aluminum (4100) Single Hung 13 . O •• Pa:' �� `r�PROIECrNo.: Steel Stud with Nail Fin Installation (52.125" x 72.00") This drawing and its contents are confidential and are not to be reproduced or �` FLoragp �•3Tie 1 . �� co p ipd in whole or in p p y art or used or disclosed to others except as authorized b �i 1LD1 [Nc�t3 �3� 9�QL1�. 38 ♦ JEW-WEN, Inc. FaocrldFKennunavenrm►nY11 `s a __ IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG. No.: REV: SHEET MY44099 Venice Window Division BA4100_NCTL210-3656- A of 5 of 5